PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/22/19 EST. NO. 047 TIME 02:36 PM R.E. NAME: AL-KHATEEB, TAGHREED 08-3555V4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0658 4,090.63 E.W. @ F.A.(+) 061219 N 1393.0 0659 4,092.65 072019 N 1419.0 0660 12,538.65 072919 N 1427.0 0661 12,106.72 073119 N 1465.0 0668 448.74 081519 N 1484.0 0669 2,245.09 060919 N 1392.0 0670 851.32 090419 N 1490.0 0672 170.62 092519 N 1506.0 0673 255.92 092619 N 1507.0 0674 597.15 092719 N 1508.0 002 0036 309.20 A.C. @ U.P.(+) 060319 N 1487.0 0037 362.40 070119 N 1488.0 0038 713.60 080519 N 1489.0 003 0006 3,898.77 E.W. @ F.A.(+) 080719 N 1469.0 004 0023 750.00 E.W. @ F.A.(+) 092419 N 1509.0 0024 900.00 092419 N 1510.0 0025 750.00 092419 N 1511.0 006 0165 763.32 E.W. @ F.A.(+) 080519 N 1479.0 016 0106 720.57 E.W. @ F.A.(+) 082719 N 1473.0 0107 4,038.60 062419 N 1475.0 0108 1,690.11 080519 N 1477.0 020 0013 2,940.00 E.W. @ L.S.(+) 101819 N 13 0 023 0026 1,389.66 E.W. @ F.A.(+) 080519 N 1478.0 0027 720.57 082719 N 1474.0 0028 2,034.07 062419 N 1476.0 032 0002 82,483.15 E.W. @ L.S.(+) 101819 N 2 0 035 0003 45,000.00 E.W. @ L.S.(+) 011518 N 943.10 0004 -45,000.00 A.C. @ L.S.(-) 011518 N 943.20 039 0018 31,530.46 A.C. @ U.P.(+) 101819 N 18 0 0019 46,222.82 A.C. @ L.S.(+) 101819 N 19 0 045 0004 23,086.39 E.W. @ L.S.(+) 090619 N 4 0 0005 25,651.54 101819 N 5 0 064 0002 7,326.20 E.W. @ F.A.(+) 043019 N 1493.0 0003 2,393.28 042919 N 1494.0 072 0001 4,073.47 E.W. @ F.A.(+) 080719 N 1464.0 0002 1,076.15 081319 N 1502.0 0003 1,980.25 090319 N 1503.0 0004 766.47 090419 N 1504.0 0005 3,759.61 080819 N 1501.0 289,728.15 TOTAL THIS ESTIMATE 5,780,724.88 TOTAL PREVIOUS ESTIMATE 6,070,453.03 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/22/19 EST. NO. 047 TIME 02:36 PM R.E. NAME: AL-KHATEEB, TAGHREED 08-3555V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FEDERAL EEO REPORT -10,000.00 018 FEDERAL EEO REPORT 10,000.00 019 BORDER'S WAGE CASE -203,468.64 037 BORDER'S WAGE CASE 166,500.00 039 BORDER'S WAGE CASE 36,968.64 040 FHWA 1391 -10,000.00 045 FHWA 1391 10,000.00 046 0.00 0.00 LABOR COMPLIANCE VIOLATION AMES CPR/FBS -1,000.00 008 ENVIRREM CPR/FBS -1,000.00 008 FENCECORP CPR/FBS -1,000.00 008 INSTITECH CPR/FBS -1,000.00 008 AMES CPR/FBS 1,000.00 009 ENVIRREM CPR/FBS 1,000.00 009 FENCECORP CPR/FBS 1,000.00 009 INSTITECH CPR/FBS 1,000.00 009 MISS APP CERT AMES -1,000.00 024 CRP ZEFIROS -1,000.00 024 MISS APP CERT REBAR -1,000.00 024 MISS APP CERT FENCE -1,000.00 024 MISS APP CER GRIFFI -1,000.00 024 AMES APPRENTICE CERT 1,000.00 027 FBS-ZEFIROS -1,000.00 027 INTEG APP CERT 1,000.00 027 MISS APP CERT -5,000.00 027 ZEFIRO PAYROLLS 1,000.00 027 FBS-ZEFIROS 1,000.00 031 MISS APP CERT FENCE 1,000.00 032 APP CERT/GARNISHMENT -1,000.00 035 RELEASE 6,000.00 037 MISSING APP CERTS -5,000.00 039 MISSING DOCS -5,000.00 041 MISSING CPR 5,000.00 042 MISSING APP CERT/CPR -5,000.00 042 INADEQ CPR -10,000.00 044 INADEQ CPR 10,000.00 046 INADEQ SEPT CPR/FBS -10,000.00 046 MISS APP CERT GRIFFI 1,000.00 046 MISSING APP CERTS 5,000.00 046 MISSING APP CERT/CPR 5,000.00 046 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 LOCATION PROGRESS ESTIMATE 08-SBD-15-42.5/46.0 ----------------- AMES CONSTRUCTION INC. IN SAN BERNARDINO COUNTY IN 2000 AMES DRIVE VICTORVILLE FROM 0.5 MI N/O MOJAVE BURSNVILLE, MN 55306 DRIVE TO 1.5 MI N/O STODDARD WELLS ROAD OVERCROSSING FED. AID NO. NHPI-015 -1(237) ,146E- ( ) ,STPL-N620-8(29) WIDEN I-15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.750 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 2,925,000.00 19.000 85,500.00 785.000 3,532,500 004 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 005 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 45,000.00 230,013.000 57,503 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,600.00 379.000 15,160 008 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 1,760.00 0.000 0 (LEFT IN PLACE) 009 FLASHING BEACON (PORTABLE) EA 5,000.0000 20,000.00 4.000 20,000 010 TEMPORARY PAVEMENT MARKER EA 4.0000 11,920.00 2,883.000 11,532 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 40,000.00 8.000 80,000 012 TEMPORARY RAILING (TYPE K) LF 14.0000 634,200.00 3,460.000 48,440.00 54,290.000 760,060 013 TEMPORARY CRASH CUSHION MODULE EA 275.0000 173,250.00 56.000 15,400.00 729.000 200,475 014 TEMPORARY TRAFFIC SCREEN LF 1.0000 45,000.00 0.000 0 015 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.900 9,000 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 018 MOVE-IN/MOVE-OUT EA 750.0000 15,000.00 7.000 5,250 (TEMPORARY EROSION CONTROL) 019 TEMPORARY SOIL BINDER SQYD 0.1700 68,000.00 45,454.200 7,727 020 TEMPORARY CHECK DAM LF 5.0000 90,000.00 2,896.000 14,480 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,000.00 46.000 9,200 022 TEMPORARY FIBER ROLL LF 2.5000 87,500.00 53,102.500 132,756 PROGRAM CAS145 PAGE 2 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 2.5000 100,000.00 24,350.500 60,876 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 11.000 38,500 025 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 027 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 028 TEMPORARY FENCE (TYPE ESA) LF 5.0000 51,500.00 20,517.000 102,585 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 13,960.00 31,965.000 12,786 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING (BRIDGE) LS 25,000.0000 25,000.00 1.000 25,000 031 TREATED WOOD WASTE LB 0.3000 19,500.00 44,420.000 13,326 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 100,000.0000 100,000.00 1.000 100,000 033 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 034 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 035 ABANDON CULVERT (LF) LF 12.0000 51,840.00 4,049.600 48,595 036 ABANDON INLET EA 2,500.0000 25,000.00 5.000 12,500 037 ABANDON SEWER EA 3,000.0000 42,000.00 13.000 39,000 038 REMOVE FENCE (TYPE BW) LF 3.0000 22,560.00 580.000 1,740.00 9,465.000 28,395 039 REMOVE CHAIN LINK FENCE LF 3.0000 41,100.00 11,116.000 33,348 040 REMOVE BARRIER LF 8.0000 13,200.00 1,040.000 8,320 041 REMOVE IRRIGATION FACILITY LS 11,000.0000 11,000.00 1.000 11,000 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 21,960.00 57,132.000 22,852 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 9,525.00 126.000 315 044 REMOVE PAVEMENT MARKER EA 0.6000 1,404.00 3,970.000 2,382 045 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 2,200.00 1.000 200 046 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 25,000.00 4.000 20,000 047 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 2,500.00 1.000 2,500 048 REMOVE GRATED LINE DRAIN LF 12.0000 15,000.00 0.000 0 049 REMOVE CULVERT (LF) LF 35.0000 97,650.00 46.000 1,610.00 2,600.100 91,003 PROGRAM CAS145 PAGE 3 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 500.0000 10,500.00 20.000 10,000 051 REMOVE HEADWALL EA 400.0000 13,600.00 1.000 400.00 32.000 12,800 052 REMOVE SEWER MANHOLE EA 1,700.0000 13,600.00 2.000 3,400.00 13.000 22,100 053 REMOVE SEWER PIPE LF 18.0000 52,560.00 46.000 828.00 3,371.000 60,678 054 SALVAGE GUARDRAIL LF 4.0000 27,640.00 755.000 3,020.00 5,187.500 20,750 055 RESET ROADSIDE SIGN (ONE POST) EA 350.0000 7,000.00 3.000 1,050 056 RELOCATE ROADSIDE SIGN-ONE POST EA 400.0000 14,800.00 10.000 4,000 057 ADJUST SEWER MANHOLE EA 5,000.0000 15,000.00 1.000 5,000 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2500 845,750.00 140,290.440 596,234.37 225,985.770 960,439 059 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 20.0000 24,600.00 79.000 1,580.00 4,077.420 81,548 060 REMOVE CONCRETE (CHANNEL) LF 9.0000 18,000.00 2,000.000 18,000 061 REMOVE CONCRETE BARRIER LF 15.0000 28,800.00 1,040.000 15,600 062 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 17,467.80 6,850.000 2,055.00 65,076.000 19,522 063 REFINISH BRIDGE DECK SQFT 22.0000 70,752.00 0.000 0 064 FURNISH POLYESTER CONCRETE OVERLAY CF 115.0000 418,600.00 4,902.850 563,827 065 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.4000 23,290.40 58,226.000 23,290 (F) 066 CORE CONCRETE (6") LF 190.0000 22,800.00 120.000 22,800 067 CORE CONCRETE (10") LF 260.0000 28,600.00 110.000 28,600 068 CORE CONCRETE (2 1/2") LF 90.0000 54,000.00 622.000 55,980 069 CAP INLET EA 2,500.0000 5,000.00 2.000 5,000 070 24" ALTERNATIVE PIPELINER LF 235.0000 49,350.00 201.300 47,305 071 30" ALTERNATIVE PIPELINER LF 255.0000 66,300.00 253.300 64,591 072 36" ALTERNATIVE PIPELINER LF 355.0000 127,800.00 530.800 188,434 073 42" ALTERNATIVE PIPELINER LF 410.0000 82,000.00 197.800 81,098 074 48" ALTERNATIVE PIPELINER LF 480.0000 297,600.00 611.900 293,712 075 60" ALTERNATIVE PIPELINER LF 810.0000 202,500.00 243.700 197,397 076 SAND BACKFILL CY 80.0000 115,200.00 1,411.100 112,888 PROGRAM CAS145 PAGE 4 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION A LS 250,000.0000 250,000.00 1.000 250,000 078 BRIDGE REMOVAL (PORTION), LOCATION B LS 200,000.0000 200,000.00 1.000 200,000 079 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 1.000 65,000 080 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 081 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 082 DUST PALLIATIVE LS 30,000.0000 30,000.00 0.000 0 083 ROADWAY EXCAVATION CY 7.5000 5,017,500.00 21,722.000 162,915.00 672,278.000 5,042,085 084 SHOULDER BACKING TON 5.0000 113,500.00 403.810 2,019 085 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 98,800.00 988.000 98,800 (F) 086 STRUCTURE EXCAVATION (TYPE D) CY 125.0000 1,031,875.00 7,130.000 891,250 (F) 087 STRUCTURE EXCAVATION (RETAINING WALL) CY 45.0000 305,235.00 6,783.000 305,235 (F) 088 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 40.0000 44,040.00 1,101.000 44,040 (F) 089 STRUCTURE BACKFILL CY 35.0000 241,500.00 6,900.000 241,500 (F) 090 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 154,300.00 1,536.000 153,600 (F) 091 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 53,450.00 2,138.000 53,450 (F) 092 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 45.0000 7,200.00 160.000 7,200 (F) 093 PERVIOUS BACKFILL MATERIAL CY 45.0000 2,655.00 59.000 2,655 (F) 094 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 1,125.00 25.000 1,125 (F) WALL) 095 IMPORTED BORROW (CY) CY 7.0000 833,000.00 149,790.000 1,048,530 096 ROADSIDE CLEARING LS 45,000.0000 45,000.00 0.000 0 097 ROCK BLANKET SQFT 5.0000 535,000.00 6,048.000 30,240 098 SOIL AMENDMENT CY 40.0000 10,800.00 0.000 0 099 PLANT (GROUP U) EA 110.0000 229,900.00 0.000 0 100 MAINTAIN EXISTING PLANTED AREAS LS 8,000.0000 8,000.00 1.000 8,000 101 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 102 GRAVEL MULCH 8"-12" SQFT 1.7500 364,000.00 0.000 0 103 GRAVEL MULCH 2"-3" SQFT 0.7000 607,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 105 CONTROL AND NEUTRAL CONDUCTORS LS 45,000.0000 45,000.00 0.390 17,550.00 0.390 17,550 106 1" REMOTE CONTROL VALVE EA 330.0000 4,950.00 0.000 0 107 1 1/2" REMOTE CONTROL VALVE EA 350.0000 10,850.00 0.000 0 108 2" WYE STRAINER ASSEMBLY EA 1,200.0000 8,400.00 0.000 0 109 8 STATION IRRIGATION CONTROLLER EA 6,000.0000 18,000.00 0.000 0 (WALL MOUNTED) 110 12 STATION IRRIGATION CONTROLLER EA 7,000.0000 14,000.00 0.000 0 (WALL MOUNTED) 111 2" COPPER PIPE (SUPPLY LINE) LF 40.0000 11,440.00 20.000 800.00 20.000 800 (F) 112 2 1/2" COPPER PIPE (SUPPLY LINE) LF 40.0000 25,200.00 0.000 0 (F) 113 IRRIGATION CONTROLLER ENCLOSURE EA 1,300.0000 6,500.00 0.000 0 CABINET 114 1 1/4" BACKFLOW PREVENTER ASSEMBLY EA 3,000.0000 15,000.00 0.000 0 115 FLOW SENSOR EA 1,000.0000 5,000.00 0.000 0 116 TREE WELL SPRINKLER ASSEMBLY EA 50.0000 138,000.00 0.000 0 117 1 1/4" GATE VALVE EA 300.0000 300.00 0.000 0 118 1 1/2" GATE VALVE EA 350.0000 350.00 0.000 0 119 2" GATE VALVE EA 330.0000 990.00 0.000 0 120 2 1/2" GATE VALVE EA 600.0000 2,400.00 0.000 0 121 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.5000 123,952.50 8,408.000 21,020.00 8,408.000 21,020 (F) LINE) 122 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 15,516.00 1,426.000 4,278.00 1,426.000 4,278 (F) LINE) 123 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.1000 20,993.20 1,444.000 4,476.40 1,444.000 4,476 (F) (SUPPLY LINE) 124 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.3000 17,546.10 1,737.000 5,732.10 1,737.000 5,732 (F) (SUPPLY LINE) 125 2" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 45,423.00 5,552.000 19,432.00 5,552.000 19,432 (F) (SUPPLY LINE) 126 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 82,125.00 1,365.000 12,285.00 1,461.000 13,149 (F) (SUPPLY LINE) 127 6"PLASTIC PIPE(SCHEDULE 40)(CONDUIT) LF 30.0000 14,670.00 0.000 0 (F) 128 8"PLASTIC PIPE(SCHEDULE 40)(CONDUIT) LF 32.0000 3,680.00 100.000 3,200.00 496.000 15,872 (F) 129 PRESSURE REGULATING VALVE EA 1,500.0000 1,500.00 0.000 0 130 CHECK VALVE EA 40.0000 6,400.00 32.000 1,280.00 32.000 1,280 PROGRAM CAS145 PAGE 6 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BALL VALVE EA 250.0000 21,750.00 0.000 0 132 8" CORRUGATED HIGH DENSITY LF 32.0000 14,080.00 226.000 7,232 POLYETHYLENE PIPE CONDUIT 133 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0900 262,800.00 304,920.000 27,442 134 HYDROMULCH SQFT 0.0800 233,600.00 304,920.000 24,393 135 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 1,000,500.00 3,321.059 76,384.36 38,587.999 887,523 136 LEAN CONCRETE BASE CY 230.0000 259,900.00 142.000 32,660.00 1,007.470 231,718 137 PRIME COAT TON 1,200.0000 168,000.00 0.000 0 138 HOT MIX ASPHALT (TYPE A) TON 85.0000 8,840,000.00 38,059.510 3,235,058.35 98,550.600 8,376,801 139 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 835,000.00 0.000 0 140 SHOULDER RUMBLE STRIP STA 15.0000 8,700.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 141 DATA CORE LS 10,000.0000 10,000.00 0.000 0 142 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 176.00 0.000 0 143 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 840.00 0.000 0 144 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 13,560.00 0.000 0 145 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 15,200.00 0.000 0 146 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 4,680.00 0.000 0 147 PLACE HOT MIX ASPHALT SQYD 25.0000 34,000.00 322.300 8,057 (MISCELLANEOUS AREA) 148 TACK COAT TON 900.0000 189,000.00 64.350 57,915.00 128.090 115,281 149 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 642,500.00 1,950.000 487,500 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 151 SOIL NAIL LF 24.0000 402,000.00 17,885.500 429,252 152 TEMPORARY SUPPORT(LOCATION A) LS 75,000.0000 75,000.00 1.000 75,000 153 TEMPORARY SUPPORT(LOCATION B) LS 60,000.0000 60,000.00 1.000 60,000 154 FURNISH PILING (CLASS 90) LF 32.0000 6,176.00 192.000 6,144 (ALTERNATIVE W) 155 DRIVE PILE (CLASS 90) EA 3,200.0000 12,800.00 4.000 12,800 (ALTERNATIVE W) 156 FURNISH PILING (CLASS 140) LF 38.0000 39,976.00 1,058.000 40,204 (ALTERNATIVE W) 157 DRIVE PILE (CLASS 140) EA 1,500.0000 45,000.00 30.000 45,000 (ALTERNATIVE W) PROGRAM CAS145 PAGE 7 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH PILING (CLASS 200) LF 45.0000 1,310,670.00 29,906.000 1,345,770 (ALTERNATIVE W) 159 DRIVE PILE (CLASS 200) EA 1,500.0000 897,000.00 641.000 961,500 (ALTERNATIVE W) 160 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 95,000.00 3,424.000 171,200 PILING (SOUND WALL) 161 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 270,000.00 46.000 46,000.00 244.000 244,000 PILE (SIGN FOUNDATION) 162 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 536,250.00 2,096.000 524,000 (F) 163 STRUCTURAL CONCRETE, BRIDGE CY 643.0000 5,327,255.00 7,897.000 5,077,771 (F) 164 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 953,100.00 3,115.000 934,500 (F) 165 STRUCTURAL CONCRETE, SOUND WALL CY 750.0000 9,000.00 12.000 9,000.00 12.000 9,000 (F) 166 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 10,000.00 253.020 63,255 167 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 254,150.00 391.000 254,150 (F) (TYPE N) 168 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 238,800.00 526.210 315,726 (TYPE R) 169 STRUCTURAL CONCRETE, BOX CULVERT CY 450.0000 1,373,850.00 3,300.600 1,485,270 (F) 170 10'X6'PRECAST REINFORCED CONCRETE BOX LF 1,100.0000 429,000.00 390.000 429,000 CULVERT 171 STRUCTURAL CONCRETE, HEADWALL CY 500.0000 387,000.00 1.520 760.00 737.250 368,625 (F) 172 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 331,200.00 33.310 39,972.00 259.030 310,836 (F) 173 DIAPHRAGM BOLSTER EA 3,500.0000 63,000.00 18.000 63,000 174 ARCHITECTURAL TREATMENT SQFT 6.0000 48,180.00 8,030.000 48,180 (F) 175 CONCRETE SURFACE TEXTURE(FLUTED RIB) SQFT 3.0000 152,829.00 45,848.000 137,544 (F) 176 DRILL AND BOND DOWEL LF 25.0000 166,125.00 429.000 10,725.00 7,321.000 183,025 177 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 75.0000 900.00 12.000 900 178 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 33,000.00 3.000 33,000 GIRDER (30'-40') 179 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 150,000.00 15.000 150,000 GIRDER (40'-50') 180 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 473,000.00 43.000 473,000 GIRDER (50'-60') 181 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 204,000.00 17.000 204,000 GIRDER (60'-70') 182 FURNISH PRECAST PRESTRESSED CONCRETE EA 41,000.0000 574,000.00 14.000 574,000 BULB-TEE GIRDER (100'-110') 183 FURNISH PRECAST PRESTRESSED CONCRETE EA 64,000.0000 960,000.00 15.000 960,000 BULB-TEE GIRDER (140'-150') 184 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 230,000.00 10.000 230,000 BULB-TEE GIRDER (50'-60') PROGRAM CAS145 PAGE 8 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 351,000.00 117.000 351,000 (F) GIRDER 186 JOINT SEAL (MR 1") LF 50.0000 66,550.00 0.000 0 187 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 320.0000 27,840.00 0.000 0 188 JOINT SEAL (MR 2") LF 100.0000 42,000.00 0.000 0 189 BAR REINFORCING STEEL LB 0.8500 678,318.70 90.000 76.50 807,052.300 685,994 (F) 190 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 2,564,193.60 3,157,175.000 2,525,740 (F) 191 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 354,095.10 394,079.000 354,671 (F) 192 BAR REINFORCING STEEL (SOUND WALL) LB 0.8000 81,200.00 74,362.000 59,489 (F) 193 HEADED BAR REINFORCEMENT EA 25.0000 3,000.00 120.000 3,000 (F) 194 STRUCTURAL SHOTCRETE CY 450.0000 88,650.00 197.000 88,650 (F) 195 STRUCTURAL STEEL (BRIDGE) LB 5.0000 69,435.00 4,583.000 22,915 (F) 196 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 650,490.00 87,542.000 262,626.00 206,292.000 618,876 (F) 197 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 65,049.00 118,750.000 35,625 (F) 198 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 38,200.00 990.000 19,800 199 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 2,800.00 0.000 0 200 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 4,000.00 0.000 0 (2 1/2"-TYPE B) 201 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,900.00 0.000 0 (0.063"-UNFRAMED) 202 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 0.000 0 (0.080"-UNFRAMED) 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 0.000 0 (0.063"-FRAMED) 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 486.00 0.000 0 (0.080"-FRAMED) 205 ROADSIDE SIGN - ONE POST EA 350.0000 18,200.00 9.000 3,150 206 ROADSIDE SIGN - TWO POST EA 700.0000 9,100.00 1.000 700 207 INSTALL SIGN OVERLAY SQFT 25.0000 625.00 0.000 0 208 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0 (LAMINATED WOOD BOX POST) 209 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 235,200.00 7,350.000 117,600.00 7,350.000 117,600 (F) 210 ACCESS GATE (SOUND WALL) EA 10,000.0000 10,000.00 0.000 0 (F) 211 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 55,000.0000 55,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 40,000.0000 40,000.00 0.000 0 213 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 400.0000 80,000.00 0.000 0 214 PREPARE AND STAIN CONCRETE SQFT 3.2500 26,097.50 4,307.000 13,997.75 8,307.000 26,997 215 18" ALTERNATIVE PIPE CULVERT LF 80.0000 150,400.00 130.000 10,400.00 1,551.600 124,128 216 24" ALTERNATIVE PIPE CULVERT LF 72.0000 126,720.00 604.000 43,488 217 30" ALTERNATIVE PIPE CULVERT LF 84.0000 46,200.00 154.000 12,936.00 546.000 45,864 218 36" ALTERNATIVE PIPE CULVERT LF 110.0000 114,400.00 1,021.500 112,365 219 42" ALTERNATIVE PIPE CULVERT LF 140.0000 28,700.00 214.000 29,960 220 48" ALTERNATIVE PIPE CULVERT LF 125.0000 142,500.00 1,100.000 137,500 221 60" ALTERNATIVE PIPE CULVERT LF 195.0000 450,450.00 2,107.500 410,962 222 72" ALTERNATIVE PIPE CULVERT LF 250.0000 325,000.00 1,300.000 325,000 223 18" REINFORCED CONCRETE PIPE LF 125.0000 5,625.00 46.000 5,750 224 24" REINFORCED CONCRETE PIPE LF 110.0000 105,600.00 959.000 105,490 225 30" REINFORCED CONCRETE PIPE LF 165.0000 28,050.00 172.000 28,380 226 36" REINFORCED CONCRETE PIPE LF 185.0000 62,900.00 330.000 61,050 227 12" CORRUGATED STEEL PIPE (.064" THICK) LF 50.0000 4,900.00 97.100 4,855 228 18" CORRUGATED STEEL PIPE (.064" THICK) LF 90.0000 66,600.00 768.900 69,201 229 24" CORRUGATED STEEL PIPE (.064" THICK) LF 145.0000 2,610.00 0.000 0 230 36" CORRUGATED STEEL PIPE (.079" THICK) LF 320.0000 9,920.00 6.900 2,208.00 38.900 12,448 231 36" CORRUGATED STEEL PIPE INLET LF 360.0000 57,600.00 125.700 45,252 (.079" THICK) 232 12" CORRUGATED STEEL PIPE RISER LF 300.0000 15,600.00 36.200 10,860 (.064" THICK) 233 GRATED LINE DRAIN LF 100.0000 52,000.00 36.000 3,600.00 36.000 3,600 234 18" ALTERNATIVE FLARED END SECTION EA 125.0000 1,875.00 8.000 1,000 235 30" ALTERNATIVE FLARED END SECTION EA 310.0000 310.00 0.000 0 236 36" PRECAST CONCRETE PIPE INLET LF 1,300.0000 5,200.00 15.200 19,760 237 36" PRECAST CONCRETE PIPE MANHOLE LF 300.0000 7,200.00 24.000 7,200 238 ROCK SLOPE PROTECTION CY 105.0000 84,000.00 607.200 63,756 (F) (1/4 T, METHOD B) (CY) PROGRAM CAS145 PAGE 10 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION CY 115.0000 29,670.00 123.900 14,248 (F) (LIGHT, METHOD B) (CY) 240 ROCK SLOPE PROTECTION CY 220.0000 9,240.00 127.500 28,050 (F) (FACING, METHOD B) (CY) 241 CONCRETE (DITCH LINING) CY 450.0000 225,000.00 448.000 201,600 242 SLOPE PAVING(COBBLESTONE TEXTURE) SQFT 15.0000 148,050.00 0.000 0 243 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 8,200.00 1,330.000 5,320 244 MINOR CONCRETE (CURB) (CY) CY 900.0000 31,500.00 35.000 31,500 245 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 51,000.00 2,050.000 51,250 246 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 9,600.00 2.170 2,604 CONSTRUCTION) 247 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 550.0000 385,000.00 39.410 21,675.50 494.610 272,035 AND DRIVEWAY) 248 MISCELLANEOUS IRON AND STEEL LB 1.5000 51,150.00 3,224.000 4,836.00 24,300.000 36,450 (F) 249 MISCELLANEOUS METAL LB 10.0000 240,310.00 9,649.000 96,490 (F) (RESTRAINER - CABLE TYPE) 250 MISCELLANEOUS METAL LB 8.0000 60,000.00 3,750.000 30,000 (F) (RESTRAINER-PIPE/CABLE TYPE) 251 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 35,110.00 7,022.000 35,110 (F) 252 BRIDGE DECK DRAINAGE SYSTEM LB 8.0000 208,000.00 14,160.000 113,280 (F) 253 ABANDON SEWER MANHOLE EA 2,500.0000 22,500.00 4.000 10,000 254 8"PVC SANITARY SEWER PIPE LF 65.0000 131,300.00 2,273.000 147,745 255 12"PVC SANITARY SEWER PIPE LF 75.0000 90,750.00 1,310.000 98,250 256 18"PVC SANITARY SEWER PIPE LF 85.0000 170,000.00 2,040.000 173,400 257 CONCRETE ENCASEMENT LF 35.0000 28,000.00 800.300 28,010 258 48"SANITARY SEWER MANHOLE EA 5,000.0000 60,000.00 15.000 75,000 259 60"SANTITARY SEWER MANHOLE EA 6,000.0000 84,000.00 3.000 18,000.00 14.000 84,000 260 24"FRAME AND COVER EA 1,000.0000 14,000.00 13.000 13,000 261 30"FRAME AND COVER EA 1,200.0000 16,800.00 8.000 9,600.00 19.000 22,800 262 42"ALTERNATIVE PIPE CULVERT(JACKED) LF 1,200.0000 61,200.00 60.800 72,960 263 48"ALTERNATIVE PIPE CULVERT(JACKED) LF 1,600.0000 112,000.00 79.200 126,720 264 60"ALTERNATIVE PIPE CULVERT(JACKED) LF 1,500.0000 645,000.00 558.000 837,000 265 24"STEEL CASING(JACKED) LF 500.0000 200,000.00 400.000 200,000 PROGRAM CAS145 PAGE 11 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 283,800.00 10,911.000 120,021 267 14' CHAIN LINK GATE (TYPE CL-6) EA 3,200.0000 3,200.00 0.000 0 268 SURVEY MONUMENT (TYPE D) EA 1,500.0000 112,500.00 0.000 0 269 DELINEATOR (CLASS 1) EA 55.0000 2,530.00 37.000 2,035.00 37.000 2,035 270 MIDWEST GUARDRAIL SYSTEM LF 30.0000 140,700.00 1,055.500 31,665.00 1,241.750 37,252 271 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 220,500.00 0.000 0 272 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 85.0000 139,570.00 1,642.000 139,570 (F) 273 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 110.0000 67,100.00 0.000 0 (F) 274 CABLE RAILING LF 25.0000 82,500.00 3,062.600 76,565 (F) 275 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 57,600.00 5.000 16,000.00 6.000 19,200 276 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 12,000.00 4.000 4,000.00 5.000 5,000 277 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 67,200.00 3.000 9,600.00 4.000 12,800 278 ALTERNATIVE CRASH CUSHION EA 30,000.0000 60,000.00 0.000 0 279 CONCRETE BARRIER(TRANSITION ANCHOR LF 100.0000 1,900.00 0.000 0 BLOCK) 280 CONCRETE BARRIER(TYPE 60A MODIFIED) LF 85.0000 91,120.00 0.000 0 (F) 281 CONCRETE BARRIER (TYPE 60) LF 55.0000 196,350.00 0.000 0 282 CONCRETE BARRIER(TYPE 60D MODIFIED) LF 135.0000 43,200.00 0.000 0 283 CONCRETE BARRIER (TYPE 732) LF 80.0000 35,920.00 449.000 35,920 (F) 284 PORTABLE CONCRETE BARRIER(TYPE 60K) LF 8.0000 18,800.00 0.000 0 285 CONCRETE BARRIER (TYPE 736) LF 65.0000 229,385.00 3,496.000 227,240 (F) 286 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 290.0000 49,300.00 0.000 0 287 CONCRETE BARRIER (TYPE 736SV) LF 140.0000 221,200.00 1,580.000 221,200 (F) 288 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 10,650.00 0.000 0 289 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 46,400.00 0.000 0 (SPRAYABLE) 290 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 2,805.00 0.000 0 291 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 3,625.00 0.000 0 292 PAVEMENT MARKER EA 6.0000 18,300.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 12 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.700 3,500 SYSTEM ELEMENTS DURING CONSTRUCTION 294 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.109 21,800.00 0.940 188,000 295 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.091 15,925.00 0.941 164,675 296 LIGHTING AND SIGN ILLUMINATION LS 850,000.0000 850,000.00 0.045 38,250.00 0.836 710,600 297 TRAFFIC MONITORING STATION (COUNT) LS 50,000.0000 50,000.00 0.130 6,500.00 0.235 11,750 298 TRAFFIC MONITORING STATION (LOCATION 1) LS 120,000.0000 120,000.00 0.015 1,800.00 0.625 75,000 299 TRAFFIC MONITORING STATION (LOCATION 2) LS 65,000.0000 65,000.00 0.014 910.00 0.554 36,010 300 TRAFFIC MONITORING STATION (LOCATION 3) LS 75,000.0000 75,000.00 0.084 6,300.00 0.779 58,425 301 TRAFFIC MONITORING STATION (LOCATION 4) LS 40,000.0000 40,000.00 0.312 12,480.00 0.333 13,320 302 MODIFY WIRELESS VEHICLE DETECTION LS 30,000.0000 30,000.00 0.042 1,260 SYSTEM(LOCATION 1) 303 MODIFY WIRELESS VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (LOCATION 2) 304 WIRELESS VEHICLE DETECTION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 305 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 10,000.0000 10,000.00 1.000 10,000 306 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000 307 WATER METER CHARGES LS 152,000.0000 152,000.00 0.800 121,600 308 IRRIGATION WATER SERVICE CHARGES LS 24,000.0000 24,000.00 0.000 0 309 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 310 TUBULAR HANDRAILING LF 60.0000 36,600.00 0.000 0 311 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 312 PREPAVING INERTIAL PROFILER LS 10,000.0000 10,000.00 1.000 10,000 313 JOINT SEAL (PREFORMED COMPRESSION) LF 6.0000 89,400.00 4,220.000 25,320 PROGRAM CAS145 PAGE 13 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 02:36 PM ESTIMATE NO. 047 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,166,471.33 56,735,127.27 ADJUSTMENT OF COMPENSATION 34,138.48 1,361,900.35 EXTRA WORK 255,589.67 4,708,552.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,456,199.48 62,805,580.30 314 MOBILIZATION LS 6,900,000.0000 6,900,000.00 1.000 6,900,000 ORIGINAL CONTRACT AMOUNT 70,455,276.90 TOTAL WORK COMPLETED 5,456,199.48 69,705,580.30 MATERIALS ON HAND ON SITE -5,144.58 43,779.88 DEDUCTIONS 0.00 -10,000.00 TOTAL 5,451,054.90 69,739,360.18 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/25/15 900 03/23/16 03/23/16 10/31/19 785 106 143 0 89% 99% PROGRESS IS SATISFACTORY AL-KHATEEB, TAGHREED RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/19